CN102359267B - Building template system and construction method thereof - Google Patents
Building template system and construction method thereof Download PDFInfo
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- CN102359267B CN102359267B CN 201110215344 CN201110215344A CN102359267B CN 102359267 B CN102359267 B CN 102359267B CN 201110215344 CN201110215344 CN 201110215344 CN 201110215344 A CN201110215344 A CN 201110215344A CN 102359267 B CN102359267 B CN 102359267B
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Abstract
The invention relates to a building template system and a construction method thereof. The building template system comprises an early-dismantled template and a support mechanism, wherein the support mechanism comprises a trimmer for supporting a top template, a support rod piece and an adjustable positioning mechanism; by using the adjustable positioning mechanism, the trimmer downwards slides and the top template is separated from a casting-formed concrete floor slab and falls on the trimmer; and a unit template is taken down by using a gap between the top template and the concrete floor slab and is orderly placed, and thus safety, reliability, convenience, quickness and facilitation for the cycle use of the unit template are achieved. According to the construction method of the building template system, the mounting method of the building template system comprises the following steps of: setting up a vertical surface template and a transitional template; setting up the support rod piece and the trimmer; and mounting the top template. The dismantling method comprises the following steps of: dismantling the vertical surface template; reducing the height of the trimmer; enabling the top template to fall on the trimmer; and taking down the top template and dismantling the trimmer and the transitional template. The building template system has the advantages of convenience and quickness in mounting, safety and reliability in dismantling and facilitation for the cycle use of the unit template.
Description
Technical field
[0001] the present invention relates to the building implements field, more particularly, relate to a kind of construction formwork system and job practices thereof.
Background technology
[0002] in the prior art, a plurality of unit template group is combined into top template, when top template is installed, after needing elder generation that a plurality of unit template is fixedly connected, couple together by the adjustable supports assembly again, and need to fixedly connected installation process complexity, inconvenience and length consuming time between top template and the adjustable supports assembly.In when dismounting, need disassemble the bindiny mechanism between various piece earlier, the unit template of forming top template loses and being connected of other parts, will directly land, dangerous, injure personnel easily by a crashing object, a plurality of unit, back template of landing is stacked in a jumble, not the easy to clean job site.The unit template is directly landed and also can be damaged the unit template simultaneously, increases maintenance cost, also is unfavorable for recycling.
Summary of the invention
[0003] the technical problem to be solved in the present invention is, a kind of convenient and swift, safe and reliable when dismantling top template, construction formwork system that recycles of being beneficial to top template is provided.
[0004] the present invention's another technical problem that will solve is, a kind of construction formwork system job practices is provided, and dismantles safe and reliablely, and is beneficial to recycling of unit template.
[0005] the technical solution adopted for the present invention to solve the technical problems is: a kind of construction formwork system, the construction formwork system, comprise top template, support top template joist, joist is connected adjustable detent mechanism on the transition template, described adjustable detent mechanism comprises fixture and the movable part that is fixedly connected on the transition template, and described movable part is hinged on the described fixture; Described movable part is bar shaped, and described movable part is provided with guide slit; The end of described joist is provided with lead, and described lead is slidingly fitted in the described guide slit; The end of described joist is provided with the link slot of accommodating described movable part; Described adjustable detent mechanism also comprises described movable part is locked at locking member in the described link slot.
[0006] in construction formwork system of the present invention, described locking member is locking pin, described movable part is provided with first locking hole, described joist be provided with can corresponding connection with described first locking hole second locking hole, described locking member passes first locking hole, second locking hole is locked at movable part on the described joist.
[0007] in construction formwork system of the present invention, described movable part removably is hinged on the described fixture.
[0008] in construction formwork system of the present invention, described fixture has one " U " shape portion, and two arm rooms of " U " shape portion are provided with connecting rod, and an end of described movable part is provided with the hook that can hang on the connecting rod.
[0009] in construction formwork system of the present invention, described connecting rod is connecting pin, and two support arms of " U " shape portion are provided with corresponding two connecting holes that are communicated with, and described connecting rod is fixed in the described connecting hole.
[0010] in construction formwork system of the present invention, described hook is provided with locating hole, two support arms of " U " shape portion are provided with two connecting holes of corresponding connection with described locating hole, and described hook is by being fixed on alignment pin and cooperating of locating hole and connecting hole two arm rooms of " U " shape portion.
[0011] in construction formwork system of the present invention, the space of two arm rooms of described " U " shape portion is slightly larger than the thickness of described hook.
[0012] in construction formwork system of the present invention, described lead is guide finger, and described joist is provided with pilot hole, and described guide finger is fixed in the described pilot hole, and the middle part of described guide finger is arranged in described link slot.
[0013] the present invention also provides a kind of construction formwork system job practices, comprises installation steps and the demounting procedure of construction formwork system, adopts above-mentioned construction formwork system,
[0014] installation steps of described construction formwork system are:
[0015] S11, set up facade template, the transition template of body of wall, post;
[0016] S12, set up supporting rod and joist;
[0017] S13, at described joist top template is installed.
[0018] demounting procedure of described construction formwork system is:
[0019] S21, the described facade template of dismounting;
[0020] S22, reduce the height of supporting rod, described joist is dropped to keep being fit to top template with top template and dismantles distance on the joist; Described top template is broken away from build at the bottom of the concrete slab of moulding, drop on the joist;
[0021] S23, take off described top template;
[0022] S24, remove described joist, described transition template;
[0023] S25, dismounting supporting rod.
[0024] after step S22, continue to reduce the height of joist, up to being fit to the height that operating personnel take off top template, guarantee that simultaneously top template can directly not land in this process, take off top template again.
[0025] in construction formwork system job practices of the present invention, described supporting rod comprises the adjustable supports rod member, described adjustable supports rod member is supported on the bottom of described joist, fixedlys connected with described transition template by adjustable detent mechanism in the two ends of described joist; Described joist is joined by sub-joist head and the tail level more than two or two and forms.
[0026] in construction formwork system job practices of the present invention, connects by adjustable detent mechanism and horizontal bindiny mechanism successively between adjacent two sub-joists; In demounting procedure, reduce the height of sub-joist respectively, remove the top template that sub-joist supports respectively.
[0027] implements construction formwork system of the present invention and job practices thereof, has following beneficial effect: behind the locking member of dismantling, movable part pin joint around movable part and fixture under the effect of joist gravity is rotated down, lead along guide slit to lower slider, thereby make joist to lower slider, making top template break away from the concrete floor of building moulding drops on the joist, space between recycling top template and the concrete floor is taken off the unit template and put neatly, safe and reliable, convenient and swift, dismantle safe and reliablely, be beneficial to recycling of unit template; Its job practices, directly the laying unit template constitutes top template on joist, only need be fixedly connected on a small quantity between the unit template, mounting method is simple, and is convenient and swift; By reducing the joist height, top template is dropped on the joist, from joist, top template is taken off again, dismantle safe and reliablely, and be beneficial to recycling of unit template.
Description of drawings
[0028] the invention will be further described below in conjunction with drawings and Examples, in the accompanying drawing:
[0029] Fig. 1 is the structural representation of construction formwork system preference embodiment of the present invention;
[0030] Fig. 2 is the STRUCTURE DECOMPOSITION schematic diagram of construction formwork system preference embodiment of the present invention;
[0031] Fig. 3 is the syndeton schematic diagram of construction formwork system preference embodiment movable part of the present invention and joist;
[0032] Fig. 4 to Fig. 9 is the schematic diagram of construction formwork system job practices preferred embodiment unloading process of the present invention.
The specific embodiment
[0033] understands for technical characterictic of the present invention, purpose and effect being had more clearly, now contrast accompanying drawing and describe the specific embodiment of the present invention in detail.
[0034] as shown in Figure 1, in construction formwork system preference embodiment of the present invention, comprise early stripping formwork system and supporting mechanism, early stripping formwork system comprises facade template 1, top template 3, connects the transition template 2 of described facade template 1 and described top template 3, and described supporting mechanism comprises the adjustable detent mechanism 10 of described joist 303 position height of joist 303, supporting rod, the adjusting of supporting described top template 3; Adjustable detent mechanism 10 comprises fixture 301 and the movable part 302 that is fixedly connected on the transition template 2, and movable part 302 is hinged on the fixture 301; Movable part 302 is bar shaped, and movable part 302 is provided with guide slit 321; The end of joist 303 is provided with lead 332, and lead 332 is slidingly fitted in the guide slit 321; The end of joist 303 is provided with the link slot 333 of accommodating movable part 302; Adjustable detent mechanism 10 also comprises movable part 302 is locked at locking member 304 in the link slot 333.
[0035] as Fig. 2, shown in Figure 3, locking member 304 is locking pin, movable part 302 is provided with first locking hole 324, joist 303 be provided with can with second locking hole 331 of first locking hole, 324 corresponding connections, locking member 304 passes first locking hole 324, second locking hole 331 is locked at movable part 302 on the joist 303.Preferably, locking member 304 is two, lays respectively at the place, two ends of guide slit 321, thereby better movable part 302 is fixed on the joist 303.
[0036] lead 332 is guide finger, and joist 303 is provided with pilot hole 336, and guide finger is fixed in the pilot hole 336, and the middle part of guide finger is arranged in link slot 333, thus be convenient between movable part 302 and the joist 303 installation with separate.
[0037] fixture 301 has one " U " shape portion 311, and two arm rooms of " U " shape portion 311 are provided with connecting rod 312, and an end of movable part 302 is provided with the hook 322 that can hang on the connecting rod 312; Preferably, connecting rod 312 is connecting pin, and two support arms of " U " shape portion 311 are provided with corresponding two connecting holes 315 that are communicated with, and connecting rod 312 is fixed in the connecting hole 315.By connecting rod 312 and hook 322 cooperate, movable part 302 removably is hinged on the fixture 301.
[0038] hook 322 is provided with locating hole 325, two support arms of " U " shape portion 311 are provided with two connecting holes 316 with locating hole 325 corresponding connections, hook is by being fixed on alignment pin 317 and cooperating of locating hole 325 and connecting hole 316 two arm rooms of " U " shape portion 311, thereby strengthens the bonding strength of hook 322 and fixture 301.
[0039] space of two arm rooms of " U " shape portion 311 is slightly larger than the thickness of hook 322.Will link up with 322 be suspended to 311 two arm rooms of " U " shape portion after, utilize 311 two support arms of " U " shape portion to clamp hook, can prevent joist 303 swing sideward moving, to keep the stability of joist 303.
[0040] as shown in Figure 3, when installing, movable part 302 is locked in the link slot 333 of joist 303 ends by locking member 304; Fixedly connected with transition template 24 by adjustable detent mechanism 10 in the end of joist 303, particularly, fixture 301 is fixedlyed connected with transition template 2, connecting rod 312 is inserted in the connecting hole 315, the joist 303 that the end has a movable part 302 can directly be placed on two arm rooms of " U " shape portion 311 of fixture 301, with the cooperation of hook 322 end of joist 303 is connected by connecting rod 312 with adjustable detent mechanism 10, is convenient to install; Simultaneously, alignment pin 317 is installed, by being fixed on alignment pin 317 and cooperating of locating hole 325 and connecting hole 316 two arm rooms of " U " shape portion 311, thereby is strengthened the bonding strength of movable part 302 and fixture 301.
When [0041] dismantling, extract locking member 304 and connecting rod 312, movable part 302 can rotate around alignment pin 317, and lead 332 glides along guide slit 321, thereby the position of whole joist 303 is descended; Being convenient to top template 3 is shed on the joist 303.With joist 303 together with the top board mould be down to be convenient to height that operating personnel remove after, take off each unit template, safe and reliable, can not cause damage to the unit template, be beneficial to recycling of unit template.By adjustable detent mechanism 10, the guide effect of guide slit 321 not only is convenient to joist 303 and glides, and it is moving that joist 303 can not swung sideward in the downslide process and when removing top template 3, is convenient to dismounting.
[0042] removes after the top template 3, extract alignment pin and movable part and joist 303 can be pulled down.
[0043] the invention also discloses a kind of construction formwork system job practices, comprise the installation and removal method of construction formwork system, adopt above-mentioned construction formwork system.
[0044] installation of construction formwork system may further comprise the steps:
[0045] S11, the facade template 1 of setting up body of wall, post, transition template 2.
[0046] S12, set up supporting rod and joist; Supporting rod comprise adjustable supports rod member 4 and after tear supporting rod 5 open, adjustable supports rod member 4 is supported on the bottom of joist 303, fixedly connected with transition template 2 by adjustable detent mechanism 10 is fixing in the two ends of joist 303.If the distance between adjacent two bodies of wall is less, can adopt a joist 303, joist 303 supports by adjustable supports rod member 4.
[0047] in the present embodiment, in order to guarantee in unloading process, when reducing the position height of joist 303, joist can not swing, thereby guarantee the stationarity of reduction process joist, for the ease of the installation of joist, therefore adopted adjustable detent mechanism 10 to connect joist and transition template, to strengthen practicality of the present invention simultaneously.Equally, if do not adopt adjustable detent mechanism, directly reduce the position height of joist, also within protection scope of the present invention.
[0048] in the present embodiment, tear open for after realizing, tear open after having increased supporting rod 5 and after tear crossbeam open, after tear open beam vertical in joist 303 and by after tear supporting rod 5 open and support.If the distance between adjacent two bodies of wall is bigger, joist 303 can be by sub-joist 6 end to end forming more than two or two, and many roots joist 6 connects to form the whole continuous joist 303 of rigidity by horizontal bindiny mechanism 20.
[0049] S13, at joist 303 top templates 3 are installed.When being installed, top template 3 after tearing crossbeam and installation open after the designing requirement installation, tears supporting rod 5 open.
[0050] dismounting of construction formwork system may further comprise the steps.
[0051] the facade template 1 of S21, dismounting body of wall, post.
[0052] S22, open the locking member 304 of adjustable detent mechanism 10, reduce the height of adjustable supports rod member 4, joist 303 is dropped to top template 3 keeps being fit to the distance of top template 3 dismountings to the joist 303; Top template 3 is broken away from build at the bottom of concrete floor 200 plates of moulding, drop on the joist 303; Herein, reduce the height of joist 303, joist 303 is dropped to top template 3 keep being fit to the distance that described top template 3 is dismantled on the joist 303, preferably, make the spacing of joist 303 and top template 3 in 400mm, so that top template 3 better drops on the joist 303.
[0053] herein, as adopt the preferred embodiment of aforementioned construction formwork system, extract locking member 304 and connecting rod 312, movable part 302 can rotate around alignment pin 317, after reducing the height of adjustable supports rod member 4, lead 332 glides along guide slit 321, thereby the position of whole joist 303 is descended; Thereby reduce the position height of joist 303; Making top template 3 break away from the concrete slab of building moulding drops on the joist 303.
[0054] in this step, at first reduce the position height of joist 303, make the spacing of joist 303 and top template 3 in 400MM, make top template 3 break away from the concrete slab of building moulding again, be convenient to top template 3 and be shed on the joist 303, and be unlikely to directly to drop on the ground.Can be by the length of design connector and the length of guide slit, the height that control joist 303 can glide.
[0055] S23, utilize the space between top template 3 and the concrete slab that top template 3 is taken off, the constructor can become spelling the unit template of top template 3 to take off successively, and puts neatly, utilizes the cleaning of job site, accelerates speed of application; Can not cause damage to the unit template, in the application life of extension unit template, be beneficial to recycling of unit template.
[0056] in this step, adopt the embodiment of aforementioned construction formwork system, by the length of shaping-orientation seam, the height that control joist 303 can glide is more than 400mm; Can at first reduce the height of adjustable supports rod member 4, make the spacing of joist 303 and top template 3 in 400mm, after making top template 3 disengagings build the concrete slab of moulding again, continue to reduce the height of adjustable supports rod member 4, after joist 303 is down to the height that the constructor is convenient to remove together with the top board mould, take off top template 3 again, guarantee that simultaneously top template can directly not land in this process, be convenient to constructor's operation, more hommization.
[0057] S24, dismounting joist and transition template 2.
[0058] S25, dismounting supporting rod.
[0059] after S26, the concrete floor that builds up type to be poured reach the intensity of designing requirement, tear open after removing again supporting rod and after tear joist open.
[0060] in above step, if joist 303 is made of many roots joist 6, as Fig. 4 to (Fig. 4 to Fig. 9 schematically shows the demounting procedure of construction formwork system, and its various piece only is schematic performance) shown in Figure 9.
[0061] connects by adjustable detent mechanism 10 and horizontal bindiny mechanism 20 successively between adjacent two sub-joists 6; The fixture of adjustable detent mechanism 10 is connected with horizontal bindiny mechanism 20, can reduce the height of sub-joist 6 one by one, takes off the top template 3 that sub-joist 6 supports respectively.Can reduce the height of two parallel sub-joists 6 earlier, the top template 3 of this sub-joist 6 is taken off, the adjustable supports rod member 4 of removing this root joist 6 and supporting it is at the top template of removing on other sub-joists 63.Herein, also can be directly between adjacent two sub-joists fixedly connected by horizontal bindiny mechanism 20, the whole height that reduces joist, the unified top template 3 that takes off.Horizontal bindiny mechanism 20 can adopt the bindiny mechanism that prolongs the full-length joist in the prior art and make joist maintenance level.
[0062] in construction formwork job practices preferred embodiment of the present invention, if not needing to realize early tears open, tear open after then can not using supporting rod and after tear crossbeam open.
[0063] in construction formwork job practices preferred embodiment of the present invention, directly the laying unit template constitutes top template 3 on joist, only need be fixedly connected on a small quantity between the unit template, and mounting method is simple, and is convenient and swift; When removing top template 3, reduce the height of joist earlier, making top template 3 break away from the concrete floor 200 of building moulding drops on the joist, top template 3 is taken off in space between recycling top template 3 and the concrete floor 200, safe and reliable, can not cause damage to the unit template, be beneficial to recycling of unit template.
[0064] by reference to the accompanying drawings embodiments of the invention is described above; but the present invention is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment only is schematic; rather than it is restrictive; those of ordinary skill in the art is under enlightenment of the present invention; not breaking away under the scope situation that aim of the present invention and claim protect, also can make a lot of forms, these all belong within the protection of the present invention.
Claims (6)
1. a construction formwork system comprises early stripping formwork system and supporting mechanism, it is characterized in that, described early stripping formwork system comprises the transition template of facade template, top template, the described facade template of connection and described top template; Described supporting mechanism comprises the adjustable detent mechanism of the described joist position height of joist, supporting rod, adjusting that supports described top template; Described adjustable detent mechanism is connected the end of described joist, and described joist supports by described supporting rod; Described adjustable detent mechanism comprises fixture and the movable part that is fixedly connected on the transition template, and described movable part is hinged on the described fixture; Described movable part is bar shaped, and described movable part is provided with guide slit; The end of described joist is provided with lead, and described lead is slidingly fitted in the described guide slit; The end of described joist is provided with the link slot of accommodating described movable part; Described adjustable detent mechanism also comprises described movable part is locked at locking member in the described link slot.
2. construction formwork system according to claim 1, it is characterized in that, described locking member is locking pin, described movable part is provided with first locking hole, described joist be provided with can corresponding connection with described first locking hole second locking hole, described locking member passes first locking hole, second locking hole is locked at movable part on the described joist.
3. construction formwork system according to claim 1 is characterized in that, described movable part removably is hinged on the described fixture.
4. construction formwork system according to claim 3 is characterized in that, described fixture has one " U " shape portion, and two arm rooms of " U " shape portion are provided with connecting rod, and an end of described movable part is provided with the hook that can hang on the connecting rod.
5. construction formwork system according to claim 4 is characterized in that, described connecting rod is connecting pin, and two support arms of " U " shape portion are provided with corresponding two connecting holes that are communicated with, and described connecting rod is fixed in the described connecting hole.
6. construction formwork system according to claim 4, it is characterized in that, described hook is provided with locating hole, two support arms of " U " shape portion are provided with two connecting holes of corresponding connection with described locating hole, and described hook is by being fixed on alignment pin and cooperating of locating hole and connecting hole two arm rooms of " U " shape portion.
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110215344 CN102359267B (en) | 2011-07-29 | 2011-07-29 | Building template system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201110215344 CN102359267B (en) | 2011-07-29 | 2011-07-29 | Building template system and construction method thereof |
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| CN102359267A CN102359267A (en) | 2012-02-22 |
| CN102359267B true CN102359267B (en) | 2013-07-03 |
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Cited By (1)
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| CN103306476A (en) * | 2013-07-04 | 2013-09-18 | 深圳汇林达科技有限公司 | Method for quickly removing formwork |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352564B (en) * | 2013-07-18 | 2015-12-02 | 上海建工集团股份有限公司 | Horizontal structure shuttering system and construction method |
| CN103470021B (en) * | 2013-09-29 | 2015-09-16 | 深圳汇林达科技有限公司 | A kind of template quick detach system |
| CN105178604A (en) * | 2015-09-30 | 2015-12-23 | 长沙远大住宅工业集团有限公司 | Construction method of assembly type superimposed floor slab |
| CN118148357B (en) * | 2024-05-10 | 2024-07-09 | 山西冶金岩土工程勘察有限公司 | Building template and wall construction method |
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| CN101736900A (en) * | 2009-12-08 | 2010-06-16 | 中国建筑第八工程局有限公司 | Detached supporting template system |
| CN201857755U (en) * | 2010-10-27 | 2011-06-08 | 鞍钢建设集团有限公司 | Interlocking combined type concrete plate formwork support grid |
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| US20060096190A1 (en) * | 2004-10-28 | 2006-05-11 | Baczuk Eric A | One-piece injection molded door sill assembly |
| CN101476387A (en) * | 2009-01-19 | 2009-07-08 | 大连阿尔滨集团有限公司 | Novel angle mold |
| CN101736900A (en) * | 2009-12-08 | 2010-06-16 | 中国建筑第八工程局有限公司 | Detached supporting template system |
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| CN102359267A (en) | 2012-02-22 |
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